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HomeMy WebLinkAbout024-1041-60-000 0 VA 0 3 - 0 0 d 3 o fb go (ft I O } n$ 3 y O W N N N N• A N J 00 C d � N O O J C D _D iv N �y 0 0 0 O. CD � � R O m rn 3 0 o m p p� 7 U ) N O O C o; coz f F . io (o D a 3 W c v 3 a c o - _ ' �= O a N N O O 0 0 3 N o o 3- C w w C H• a :2 l 0 CD 0 v v v cn o co m � . 3 d N.. I a � w O y O 7 O c I o o y a �y W �; d O N z � -4 CO) C A z 0 y N O' A C 7 7 (D tll z N N m 00 CD z 8i A E2 x � m � �! z I � A W I A •O O y j ro y y O. C a0� 3 m c o Er, o o c d 60 m c m o o (o °ov m CD �, .�d c N o y �+� y _, \M-°'> >I m m m r = o go b aa CL U) �o9a3 a ( o N 3 0 o• m C U) O @ Oo 0 0 O N �� 1 p CD I c A o °p (D A C V o y o �• I ti Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT sanitary Permit No: 430436 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Markert, Allen I Pleasant Valley Township 024- 1041 -60 -000 CST BM Elev: lnsp. BM Elev: BM Description: Sectionlrown /Range /Map No: `` c _) / Sc pry . S S i 32.28.17.269 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchm , n _ Dosing y+ � Alt. BM CJ ! Aeration Bldg. Sewer 'folding St/Ht Inlet _ 0 lY TANK SETBACK INFORMATION - Su1-0E3utlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom --- Dosing f / t b , 6 Header /Man. Aeration Dist. Pipe /b 3 Holding / Bot. System S x.73 / 0 - C. Z_ NI 1 02- Vi PUMP /SIPHON INFORMATION Final Grade 11 Manufacturer �, PM � nd St Cover AID,- /v i L L Model Number �1, aL< J K 6 �ti�� 'LVl U, ��'' /•d c PForcemaiLift Friction Loss System Hgyd TDH Ft 0 11,7153 n Length Dia. Dist. to Well / /I b' i' .te- SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches ' - -� PIT DIMENSIONS Inside Dia. Liquid Dep 1 DIMENSIONS 5l�C� 845 SETBACK SYSTEM TO P/L JBLDG IWELL L LEACHING Manufacturer: / 11 INFORMATION I CHAMBER OR �i`fI ' 7 Type Of System: a 75 �, UNIT Model Number: Lo C w J 7, �rQ z DISTRIBUTION SYSTEM Header /Manifold Distribution t; 1 I I x Hole Size i x Hole Spacing Vent to Air Intake Lengt w� Dia Leng rG �+•' Di t. Spacing a ' / 7i IV" SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded 1xx Mulched Bed/Trench Center Bed /Trench Edges To soil Yes !' No COMMENTS (include code discrepencies, persons present, etc.) Inspection #1: fO / 0 -9 / fit-- Inspection #2: /( / % Z c /0 t��yt d � Location: 32 170th Street Hammond, WI 54015 (NE 1/4 SE 1/4 32 T28N R17W) 40 acres Lot Parcel No: 32.28.17.269 t 1.)AItBMDescription= x '� 3) Plo Ok- _ i^�y /ru-1 itGF ) L — pYt �' S� 1 �sZ Y1�Sltttl(.� � ki 2.) Bldg sewer length = n ► s �� , a �. - amount of cover = 1 v U ` Y, Ci'� R`13-3 o-o', — Plan revision Required? a Yes J o N Use other side for additional information. SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No. 1 C p -»�vI L'• / - Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 430436 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide maybe used for secondary purposes [Privacy Law, s.15.04 (1)(m)J. Permit Holder's Name: City Village X Township Parcel Tax No: Markert, Allen I Pleasant Valley Township 024- 1041 -60 -000 CST BM Elev: Insp. BM Elev: BM Description SectiorUTown /Range /Map No: S '/ ' 5 ' 3 � Z 011 zz±�A 32.28.17.269 TANK INFORMATION LEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchma ys- 3 Dosing ) Alt. BM Aeration Bld . S � // . Holding St/Ht Inlet -A -4 2st,.1 to O , • f3. Al 7 z/. ri 78 61y TANK SETBACK INFORMATION v SVHt 9#0& / � D TANK TO P/L WELL BLDG. Vent to Air Intake ROAD It Ind 9S i Septic / Dt Bottom t Dosing > / 46 HeaderlMan. zem 7.4 Aeration Dist. Pipe Holding Bot. System r PUMPIS HON INFORMATION a✓� Final Grade er V Demand St Cover GPM Model Number TDH Lift', . ( Fn'ct o Loss tysfern Tiead TDH Ft 36 Forcemain Length Dia. 2 Dist. to Well SOIL ABSORPTION SYSTEM Q t 2 V, — BED/TRENCH Width Length No. Of Trenches PIT DIMEN NS No. Of Pits nside Dia. Liquid Depth DIMENSIONS 1 11 SETBACK SYSTEM TO P/L IBLDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pip(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center lBedfrrench Edges Topsoil Yes 0 No 0 Yes 2 No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / // / Inspection #2: `( / / 4 L93 Location: 32 170th Street Hammond, WI 54015 (NE 1/4 SE 1/4 32 T28N R17W) 40 acres Lot J .Parcel No: 32.28.17.269 1.) Alt BM Description 2.) Bldg sewer length = 0 U --�R- - amount of cover = I � � OGyfiy► Plan revision Required? [] Yes 5� No Use other side for additional information. 1 SBD -6710 (R.3/97) Date Insepctoes Signature Cert. No. r Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 S /W/ Visconsin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 266 -3151 3n 436Q Sanitary Permit Application State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide Z 3 - ra f . /Q . may be used for secondary purposes Privacy Law, sl5.04(1)(m) Project Address (if differentthan mailing address) I. Application Information - Please Print All Informatio 3 2 C Property Owner's Na me OCT 0 6 2003 /P arcel # BI # es 14 C­ Property Owner's M ailing Address ST. CROIX COUNTY Property Location 6 ) O.NIN FFICE J L L --✓L /V �k, - A,Section City, State Zip Code Phone Number 1 t �Z iV7 s� Z T Z�i N; R�E cl r W II. Type of Building (check all that apply) _ ,! Subdivision Name �rbcn X1 or 2 Family Dwelling - Number o Bedrooms 10 Q ❑ - Public /Commercial - Describe r a - ��"� ❑ State Owned - Describe Use .( 00 •50 ity ❑villlage Township of i'9C L III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A ' I( New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: (Check all that apply) ❑ Non - Pressurized In- Ground _ Mound < 24 in. of suitable soil El At-Grade El Single Pass Sand Filter ❑ Constructed Wetland El Pressurized In ❑ Holding Tank Peat Filter to Treatment Unit El Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Re ui� Dispersal Area Proposed (sf) yytem Elevation �/S - ( 7 1 0 1 .. L�( . — /), 9 1 r I leo - 6 VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or HoWiflgW-Wk, LT2 r-- Aerobic Treatment Unit J Dosing Chamber �— VII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Na me (Print) Plumber's Si gnature MP /MPRS Number Business Phone Number �z �/7 6 .F, ?5" - vzc7 Plu is Addre ss (Street, fCity, State, Code i VIII. Count /De artment Use Onl X Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Is uing ent Signature ( o Stamps) Surcharge Fee) $ 35V —_ D =10 2,o IX. Given Reason for Denial IX. Conditions of Approval /Reasons for Disapproval SYSTEM OWNER: I Wc tank, effluent filter and dispersal cell must aA be ml3iQ2d4Ji3Wlngd as per management plan provide(lby 2. All setback requirements moat be maintlined j as per applicable code%rd0ances. � L Attach complete plans (to a County only) for the system on paper not less than 81/2 x 11 inches m size SBD -6398 (R. 01/03) Y � I tit C. ALE 1 too G j A L L -A nS YR t, KC h! E ' SC' /q S 32- �8 � "� " W � S� CC�blk 01..)Uti - r l E r >(. T 'ti tit t f _ t,tlJA J - P ��lys�t � _ C �55(o 5 -(Afe Est K I,d � LA i ' I 1 i �Zt t �1 Safety and Buildings 141 NW BARSTOW ST FL 4TH WAUKESHA WI 63188 -3789 TDD #: (608) 264 -8777 NVIrsconsin www.commeme.state.wi.us/sb Department of Commerce www.vAsconsin•gov Jim Doyle, Govemor Cory L Nettles, Secretary September 19, 2003 CUST ID No.224617 AYTN.• POWTS Inspector LYLE J MYERS ZONING OFFICE NORTHLAND PLUMBING INC ST CROIX COUNTY SPIA E1556 STATE ROAD 64 1101 CARNHCHAEL RD BOYCEVILLE WI 54725 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 09/19/2005 Transaction ED No. 919523 SITE• Site ED No. 665250 Allen Merkert Please refer to both'' identification numbers, 170TH Street above, in all correspondence with the agency. Town of Pleasant Valley, 54015 St Croix County FOR: Description: Mound, 3 Bedroom Object Type: POWT System Regulated Object ID No.: 921382 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01/01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10706-P (N.01 101). In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must comply with the operation, maintenance and monitoring duties as described in section VIII of mound component manual. A copy of this information must be given to the owner upon completion of the project. The leaching chambers must be installed in accordance with the manufacturer's printed instructions, the plan approval and ch. Comm 83, Wis. Adm. Code system sizing criteria. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements shall take precedency C�, • 0 I Maintenance information must be given to the owner of the tank explaining that perio ngi#O he filter is required. Access to the filter for cleaning must be provided per Comm 84 product app ions. fip4R . . A Sanitary Permit must be obtained from the county where this project is 1 �tedin ac c, a with the requirements of Sec. 145.135 and 145.19, Wis. Slats. Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. LYLE J MYERS Page 2 9/19/03 .A. copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sin rely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Julia A Lewis- Osborne POWTS Reviewer 2, Integrated Services WSMART code 633 (262) 548 -8638, Fax: (262) 548-8614 jlewis@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 FROM NORTHLAND PLUMBING, INC. FAX NO. : 715 -643 -2520 Sep. 19 2003 08 :57AM P2 Mound and Pressure Distribution Component Design Design Worksheet Site Information note: sand al (D) cekutations r Residential or Commercial Design (R or C) awime a Table tf3 -444 L" ft sa treatment for fecal ootiiorm of ca 36 500.00 Estimated Wastewater Flow (gPd) inches. 1.50 Peaking Factor (e.g. 1.5 = 160%) x--- 375.00 Design Flow (gpd) 2.00 Site Slope ( %) 101.00 Contour Line Elevation (ft) 16.00 Depth to Limiting Factor (in) 0.40 In -situ Soil Application Rate (gpd/ft Distribution Cell Information 88.50 Dispersal Cell Length Along Contour (ft) 5.66 Cell Width (ft) 0.40 Dispersal Cell Design Loading Rate (gpd/ft 1 Influent Wastewater Quality (1 or 2) s Standard or High Capacity Are the laterals the highest point Chambers IS or HC) in the distribution Pressure Disribution Information nebArork? Enter Y or N C Center or End Manifold (C or E) 2.83 Lateral Spacing (ft) 4 Number of Laterals If N above, enter the elevation ft 0.125 Orifice Diameter (in) (e.g. 0.25) of the highest point. 1.97 Esti mated Orifice Spacing (ft) 5.69 felorifice 2.00 Forcemain Diameter (in) 60.00 Forcemain Length (ft) Does the forcemain drain back? l Y 92.00 Pump Tank Elevation (ft) Enter Y or N Lateral placement ss 6.50 System Head (ft) 9.79 Forcemain Drainback (gal) 21.50 Vertical Lift (ft) 55.75 5x Vold Volume (gal) 1.65 Friction Loss (ft) 65.54 Minimum Dose Volume (gal) 29.65 Total Dynamic Head (ft) 36.25 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in, dia, options choice in. dia. options choice 1.00 x 1.25 x 1.25 x x 1.50 x 1.50 x 2.00 __. x x 2.00 x 3.00 3.00 x a "•TS Treatment Tank Information Gallons/Inch Calculator (optional), 1000 Se lc Tank Capacity (gal) 1000.001 Total Tank Capacity (gal) Weiser Manufacturer 42.001 Total Working Liquid Depth (in � 23.81 gallin (enter result in cell ,► /� Dose Tank Information 650.00 Dose Dose Tank Ca (gal) Effluent Filter Information 4yve�`p�F(J 17.001 Dose Tank Volume (gallin) Zabel Filter Manufa � Weiser IManufacturer Filter Model Nu �f(D�c Nc� !>A. C. rz FROM NORTHLAND PLUMBING, INC. FAX NO. : 715- 643 -2520 Sep. 19 2003 08:58AM P3 Mound Plan View qj! 5j@� 1110.1/5 B �- ' : • : Obseroatlan Pipes K ♦ TTT A W 3 I L - Mound Component Dimensions A 5.66 6.00 ft E 21.36 in H 12.00 in K 11.17 ft B 88.50 ft F 12.00 in 1 10.47 ft L 110.64 ft D 20.00 in G in J 8.9E ft W 25.09 ft 500.91 (ft Dispersal Cell Area 1427.3(► (0) Basal Area Available 5.66 (gpd/ft) Linear Loading Rate Observation Pipe Placement is 1 8.85 ft (1110 B) Between 1A0 B and 1/5 B 17. ft (1/6 B) Mound Cross Section View Shading Key Chamber Dispersal Arej Q Topsoil Cap JJJJJ/ 2 Subsoil Cap Finished Grade 67 104. (ft) ._� 3 • = = = • ASTM C33 Sand 1 JJJJ1Jir� G H ® =Tilled Layer Chambers F dispersal Cell 102.67 (ft) 143.67 (ft) Lateral Dispersal Cell Invert Elevation : E D ' Directions. Place come Do this by c 101.00 (ft) Contour Elevation and holding 2.0 % Site Slope the pietute Warming! it L a A p N`r Q � . DI trlbugon laterals P. � 'yC r FROM NORTHLAND PLUMBING, INC. FAX NO. : 715- 643 -2529 Sep. 19 2003 08:58AM P4 )I-- r 0t, Lateral Layout Dia t Force oral n connection via tee or cross to matOold at ang point. Laterals are identical P S O = Turn -up Wbatll va lve or � X��Eaf2 d2El L aterals>!< Force n+aN of F>YC Soh 4o eterarimtptug per aWN Table 84.30.5 Holes drilled on the sop of the {clads, tqualy spaced Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.25 in Orifice Spacing (X) 1.97 ft Lateral Length (P) 43.75 ft Orifice;; per Lateral 22 Lateral Spacing (S) 2.83 ft Orifice Density S.69 fe /orifice Lateral Flow Rate 9.06 gpm Manifold Length 2.83 ft System Flow Rate 36.26 gpm Manifold Diameter 2.00 in Total Dynamic Head 29.65 ft Foraemain velocity 3.70 ft/sec Number of Chambers 7 per lateral Dose Tank Information LoGWv cover wilh wanting label and wocking device and sealed wateAlght ©ectftal as per NEC 300 and Comm 1629 WAC — ♦ Disconnect 4 in. min. Tank components properly vented Mtemete outlet location Forcemain diameter Weiser Manufacturer 2.00 in- caea ftl 50.00 Gallons Volume I 17.00 galCnch n Weep hole or anti- Dimension Inches Gallons t3 siphon device A 30.38 $16.46 C B 2.00 34.00 p off elevation M C 3.86 65.54 92.17 D 2.00 34.00 D Total 38.24 650.00 ♦ Dose tank elevation (R) . _.. 92.00 Alarm Manuafacturer JSJ Electro ..,_.� Alarm Model Number 101 HW Pump Manufacturer lioeller Pump Model Number LBN1 53 Pump Must Deliver 36.25 gpm at ZES:6 ft TDH L I MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE RECEIVED AUG 2 2 2003 Project Name: Markert- Mound - Chambers 3LDGS. DiV. Owner's Name: Allan Markert Owner's Address: 8308 Stillwater Blvd. N Lake Elmo, MN 55042 Legal Description: NE 1/4 SE 1/4 S32 T28 N R17 W Township: Pleasant Valley County: St. Croix Subdivision Name: Lot Number: Block Number: Parcel I.D. Number: Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 Management plan Page 6 System and maintenance specifications Page 7 Lift Station Page 8 Plot Plan Page 9 Pump Curve I Designer: Lyle J. Myers License Number: 224617 Date: July 12, 2003 Phone Number: 715-643 -2520 Signature: r--� Version 2.5 ($122/00) Page 1 of 9 L Mound and Pressure Distribution Component Design Design Worksheet site Information Not': Sans 1i (D) colmlatlorm r Residential or Commercial Design (R or C) nstim® a Table 83.44 -3 In4ft wN 450.00 Estimated Wastewater Flow (gpd) eatment for t form of 36 1.50 Peaking Factor (e.g. 1.5 =150%) -� 337.50 Design Flow (gpd) 2.00 Site Slope (%) 101.00 Contour Line Elevation (ft) 16.00 Depth to Limiting Factor (in) 0.40 In -situ Soil Application Rate (gpd/ft Distribution Cell Information _ 76.00 Dispersal Cell Length Along Contour (ft) [iw 5.66 Cell Width (ft) 0.40 Dispersal Celt Design Loading Rate (gpd/ft 1 Influent Wastewater Quality (1 or 2) s Standard or High Capacity Are the laterals the highest 22int Chambers (S or HC) in the distribution Pressure Disributfon Information network? Enter Y or N c Center or End Manifold (C or E) 2.83 Lateral Spacing (ft) 4 Number of Laterals ll' N above, enter the elevation ft 0.125 Orifice Diameter (in) (e.g. 0.25) of the highest point. 1.97 Este Orifice Spacing (ft) 5.66 ft /c,rifice 2.00 Fomemain Diameter (in) 60.00 Forcemain Length (ft) Does the forcximain drain back? � 92.00 Pump Tank Elevation (ft) Enter Y or N Lateral placement s ,� 6.50 System Head (ft) 9.79 Foxemain Drainback (gal) 21.25 Vertical Lift (ft) 47.79 5x'Void Volume (gal) 1.26 Friction Loss (ft) 57.58 Minimum Dose Volume (gal) 29.01 Total Dynamic Head (ft) 31.31 Sy stem Demand (gpm) (Lateral Diameter selection Manifold Dieter selection in. dia. options choice in. dia. op tions choice 1.00 x 1 x 1.25 x x 1.50 x 1.50 x 2.00 , �., x 2.00 x A 3.00 .- 3.00 x Treatment Tank Information Gallonslinch Cdculator (optional) 1000.001 S2EtIc Tank Capacity (gal) 1000.00 Total Tank Capacity (gal) Wieser Concrete Manufacturer 42.00 "r'otal Working Liquid Depth (in) 23.81 gain (enter result in cell 850) Dose Tank Information 650.00 Dose Tank Capacity (gal) Effluent Filter Information 17.001 Dose Tank Volume (gal /in) lZabel I Filter Manufacturer Wieser Concrete J101snufacturer IA100 �• Filter Model Number VaC,E Lateral La out. Di agram Force mai n connection vla tee or cross to manifold at w4 point. Laterals are identical ■Turn- up 4bell valve or 1fX--4IFxg2 x12 Laterab & force main ofPVC Soh 40 clan pout pl ug per aWNA T&W 84.30 -5 notes dulled on the top of the laterals, egwUy spaced Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.25 in Orifice Spacing (X) 1.97 ft Lateral Length (P) 37.50 It Orifices per Lateral 19 Lateral Spacing (S) 2.83 ft Orifice Density 5.66 Oorifice Lateral Flow Rate 7.83 gpm Manifold Length 2.83 ft System Flow Rate 31.31 gpm Manifold Diameter 2.00 in Total Dynamic Head 29.01 ft Forc;emain Velocity 3.20 ft/sec Number of Chambers 6 per lateral Dose Tank Information Locking cover with waminglabel and wooking device and sealed Electrical as per NEC 300 and watertight Comm 16.28 WAC Oiucor gra 4 in. min. Tank component is property vented r � ttemate outlet cation main diamet Wieser Concrete Manufacturer 2.00 in. Cap acityl 650.00 Gallons Volume 17.00 gal/inch A Weep hole or anti. Dimension inches Gallons #3 siphon device A 27.85 473.42 B 2.00 34.00 .. p off elevation C 3.39 57.58 T 92.42 D 5.00 85.00 Total 38.24 650.00 9 se tank elevation ft 92.00 Alarm Manuafacturer SJ Elect Alarm Model Number 1101 HWy� .'... Pump Manufacturer Pump Model Number "W Pump Must Deliver 1.31 gpm at 29,01 ft TDH PNG& 4 i Mound System Management Plan Pursuant to Comm 83.64, Wis. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet fiter shall be assessed at least once every years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that mayslough off the filter when removed from its enclosure. If the fitter is equipped with an alarm, the filter shall be serviced if he alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tarts shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the ontents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used heyshall be approved for septic tank use by the Department of Commerce. Puma Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If effluent fitter is installed within the tank lt shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will romote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg/L BOD 150 mg!L TSS, and 30 mg1L FOG for septic tank effluent or 30 mgnL BOD5, 30mg1L TSS, 1Omg/L FOG, and 10 cfu /100 mL for highly treated Effluent. Influent flow may not exceed maxmum design flow specked in the permit for his installation. The pressure distribution system is provided with a flushing point atthe end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure testis performed it should be compared to the initial test when thesystem was installed to determine if orifice dogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluert ponding. Ponding levels shall be reported to the owner, and any levels above 4 riches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Conan 82 -84 Wis. Adis. Code, and shall maintained in accordance with its' component manual SBD- 10572 -P (R. 6199) or SBD - 10690 -P (N.11 /00)j and local or state roles pertaining to system maintenance and maintenance reporting. No one should ever entera septic or pump tank since dangerous gases maybe present that could cause death. Septic and pump tank abandonment all be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for ervice and assessment shall be sealed watertight upon the completion of service. Anyopening deemed unsound, defective, orsubjectto failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or u nauthorized entry into a tank or component. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep he system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or eplaced with a component of the some or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it shall be repaired or a 0fted in its' resent location by increasing basal area if toe leakage occurs or by removing biologically dogged absorption and dispersal media, and!11 piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintenance of this system should be directed to your designer, installer, service provider, county zoning office or local health inspector. See Page 7 for the name and telephone number of your local POWTS regulator. Project: Markert- Mound - Chambers Page 5 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name _ Phone POWTS Regulator's Name Phone System Flow and Load Parameters Design Flow - Peak 337.5 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 450 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 430.16 ft Maximum FOG 30 mg/L Type of Wastewaterl Domestic 1 Maximum Fecal Coliforml >10E4 1 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect once a year and clean once every 3 years Pump and Controls Test once every 3 years Alarm Should test monthl Pressure System Laterals flushed and pressure tested once every 1.5 ears Mound Inspect once eve 3 ears Other Miscellaneous Construction and Materials Statndards 1. Observation pipe materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 3. Tillage of the basal area is accomplished with a mold board or chisel plow. 4. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion. Lateral Turn -up Detail Finished rrr .mini urrrrrrrrrrrrrrr• rrrrrr a r.rrrrrrrrrr�r r u rrru Grade :\ 6 Threaded Geanout " Diameter Lawn Sprinkler Valve Box Plug or Ball Valve Distribution Lateral �"' - --- Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Total Dynamic Head Calcs. Discharge Rate: 31 gpm Forcemain Length 60 ft Forcemain Diameter in Friction Loss from Forcemain 1.236 Vertical Lift 10.00 ft Total Dynamic Head (TDH) 11.24 ft Dosage Volume Calcs. Does fbrcemaln drain back to tank?= Dose: 60 gal Forcemain vokm*l 8.60 gal Total Dosage: 69.60 gal Tank Information Tank Manufacturer Wieser C oncret e Inches Gallons Tank Capacity 642 gal A= 19. 34.4 Tank Gallons per Inch Water Level 17 gal/in B= 2.0 34.0 Bottom of Tank Elevation 90 ft C 4.1 69.e Pump Manufacturer/Model Little Giant D 12.0 204.0 9EH I T Otat - -1 37.81 642.0 Pump Curve Pump Tank Diagram FLOW— LITERS/HOM 0 1000 2000 3000 Vdaierh*EIxkhq cow 4 Inch Will, rarnhq I" 30 10 JMh"- CAraA -d Grade w 7.°S ~ M 20 W X iylactrt al per a 5 �' acanaw Came 16.28 and 10 = tdsC *�00 reet. 23 Weep Fiala A or Mtr5ow 0 Trrr TTrr 7TTr p 19arte 0 0 20 40 60 80 Little Giant FLOW— GALLONS /MINUTE C 9EH PUMP PERFORMANCE CURVE 115V 60HZ t7 Selected pump requires a minimum operating rating of 11.24 feet of head pressure at 31 GPM P 7 I ! ro Al. X Ir, C rz. T NJ c SC `/4 s 3°c. 8 ►' i i i a I s� *,a 6-frl. a I � I } 1 f Sent By: HP Leserje 3100; 1 715 552 8627 JLI-9-03 3:40PM; Page 2/2 TD A, [iYl HF rf HEAD W1 AC7Y CJRVE PER MINUTE 0.,!)LA ANl) ULWA't.RiN- MODEL 152/153 u . Fw motor,- Cal, titers G6. Lititz 20 S'l 44 167 52 107 �25 7.6 34 129 42 159 87 1 1173 125 35 it) 7 rL r G . 9h J 4) 60 RD 100 (jA LON$ LIILR5 so 100 240 320 3 27/ 4 Ve FLOW PER MINUTE II CONSULT FACTORY FOR SPECIAL APPLICATIONS • Timed dosho panels available. 12 • Ejedrlcal wtarrollam, for duplex sytillumB, are avalluble and supplield All an alarm. • variable level wr4rd swAllahes ore lovoiloblo for comMillng single phase misma. Double ApMck voftW level Boat 6witorles are available for variable level *V ww short QM10 controls, sealed OWWW aveogb* for outdoor #wlallallong. 589 FM1420. 4 Fn Over 130 (54 spwW 4luolellon required. Q9 ""don . M00% F V I ' Non i 1 1 ALM I VA19 —JAL— SOMTION WIN 1, $1104 pGgy varlwo "ft#twAchorft*9p%yk* valable I"I float F ZE Inducted — 241 a gwwA. RAW 10 FIA041 1. 2. 80 W712 for caned mDft of 1(saftel Aftmator E•Psk. AN wswbowa of ;mvitiss, protection 4sylves and wIrN shwid be done by a quaAlid 3. vgrwols W* oaft eMtoh 104226 used as a cvft adWor, wocity duplex (3) lto4rkjod avotricow. Al tik:16041 Od Welly soots should he fofio"O lrcAwft the MM wvr4 Nowil Ilestric Code JNECJ end the 04cupaucirial SaleV lend Hee*t Ac Mm4 or (4) fkat tys*m. RESERVE POWERED DENSIGN For unusual conditions is reserve sfty f#cV Is wilgInear" lift the design of every Zoeller pump, sw W. Olt :ono Rw ffla 771 • I recta! 0 Copyright 2001 Z060st Cc, All fights roservik. c PJA 6'c— I 1 • Wisconsin Department of Commerce SOIL EVALUATION REPORT Page _L__ Of v� Division of Safety and Buildings in accordance with Comm 65, Wis. Adm. Carle _ Attach complete site plan on paper not was than 81/2 x 11 Inches in size. Plan must coun include, but not limited to: vertical and horizontal reference point (BM ), direction and Parord 3.01 percent slope, sceals or dimensions, north arrow, and location and distance to nearest nod. Please pdnt"all Info Oft C " ' e I by - Date E��/�Q Peroonal inrorinataan you pacwlds 1710J1 be. used for l�rlwj 3W �.4d.04 (,> n)). Prop"Ownw Property cetton pp 2 Lot 1/4 5619 S_?;I. 6 N R / W Property Owner's Mailing Address ST, CROi C Lot # Block — # - Subd. Name or C5M# SY c it l 7 1 -dry State r ., , , rer ug yiAage Town • .Nearest Road Mil/ 5 . � 7661 ti A4UwCon*uobon. tJse:M�Residentiat / Number of bedroom — �,f Code derived design flow rate '1� }O GPD ❑ Replacement ❑ Public or . I Describe: Perent material 4Ae Q7 //(1� t� W 7 �_ :_ Flood Plain c>Ievation if appk*We General comments and recommendeborw. M Uu Aj PAID BorkV r j 1 # Q Swing L I t_ / J Pit c3roundsurface elev. • tt Depth to ilndtiny fader .,_ In, f Raile GPDff Horizon Depth Dominant Zolior Redox D" ription Texhme Svtxkura Consistence Boundary Roots in. Munseli Clu. Sz cord. Color Gr. Sz. Sh. `Eif#1 •Etlty2 �- o 71z z S ash rkv 4 a -P1T 01KS/=' -Y sc (P y es c AYR sc 51 k M i' s -- �: r 3 Z Boring # ❑ coring & Pit tsround surkca elev. 61 r A Depth to limiting fader i Sd Aooketlion Rate Horizon Depth Dominant Cobr Radon Desoriptim Texture sv'uottus Consistence Boundary Roots GPQV in. Munseli tau. Sz Cont. Color Gr. Sz. Sh. MW I •Eff#2 2 00 ISI K rvw i CS 2� 3 - 5 1 If 4 f W 1 * 01?- VP sc K ii ZS o c • Effluent #1= SOD > 30 _< 220 mglL and TSS 30 150 nV& .r.. " Effluent #2 = SOD <_ 30 mWL and TSSSS <_ 30 nV& csT Name (Please Prl� � r0 T 5 Address S Data valuation Conducted Telephone Number �'£ Property Owner /g1MA / M 9 Parcel ID # ___.. Page 2:� of �7 Bonny # m ❑f Boring d ❑ IP5[ pit Ground surfaceelev. d 1 l R. t>ev*1 to uniting factor,,,,_Z4�n. _. Soil A Vpkatlon Rata Horizon Depth Dominent Color Redox Description Texture Structure Consistence Bow Roots GPON in. Munsell 001or car Ss, Sh. 'EfWl '002 6 1 T f MR 4 0 / A i"L V J ° 13 ❑ Baring ❑ Boris # ❑ Pit Ground surface elev. k Deptli to limiting taptar in. SoN Amfi cation Rate Horizon Depth DominentCoior Redox Description Texture Structure Consistence Boundary Roots In, Munsell Ou. Sz. Cont Co lor Grp Sh. 'Eft#1 'E111112 ❑ Pit Ground surface et6v. ft, l7eptt, to kl,7Udnq fsc�r in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture SZ-me Conalstence Boundary Roots in. Munseli OLL Sz, cant Color Gr. Sz Sh. 'M `EfW • Effluent. #1= 000, > 30 220 mg1L and T85 X30 _< 150 m91L ' Effluent #2 im SOD, : 5 30 mWL and T85 a 30 mglL . The A�partmol of comet rce m au equal opportunity s w. ervice provider• id cinployer. If you need assistance to access services or need material in an alternate format, please contact the deportment at 608- 266 -3151 or TTY 608- 264 -8777. , 8sn 8330 (LOW) '77 jA- I . . A IE 'i4 3A 7" -a 8AIK To( Grco V #j L t. a.F FL A 6 Fct. ice "POSE" 2 2s ' C- -5 R-A &G E J Q r� "T - F RI D PeCT L Ik) I o � o X . 22 Lexington Y s Il �l'IIIWi< '�rjl %�IIIIIIII�III!I����Ilr 1'i'r� r� �'II � �Ij) .A � � • �INNh>� ��ri ii1 ^ ' su p ibSif4ifl'YSN;ti %till'Illu: 111v$1.rfU/ ees.: p uW w� � ! , _,, . � .. i � . s.. , � s,��t I L \ \ML11U rw \•p1A� b�'li•IK ■��Nr� 1 � V17 " K4 uao. 1 + :' gY,ynavHti�r� r` �Cst�t �.,,. �, �. !;i! . u. ,a4�1 ►, sue„ iu!i If.� p I ,i p �� .;, � � I /ID1NH111N I �� p �l iwW a PIS 6//% iwl i I / Y' Y �lI ��� NBA \U11U1' rl bell 11��� IIU � vi I„ ,// - ,, nl) , 5,7. 1f 1 1�f11111NA �,I� IIIIII��� 9�1 ,� i /Y iii s vii y .. f� _ hds s _ .. fill . I ..' �!����., (• �!��jil�� � . 1, s� it / j �� 1 �I 1 • I�1 I Y r 1�, 9116 � � 61U � � e IIUIININO N ! �IIN II r �ayy . r a � •. / �r 1 YI.:' • 1 .. uno•nusn� ..i►,�w�,7!. �'��� `1�.7i�i�t�Mi� K.�s��• �Y,� �i��g� ��N ��� jE �Tu u�'•sw•%JI� VA H r ST CROIX COUNTY SEPTIC TANK MAINTENANCI? AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer r( ALL A r•1 K - I W A 2 v - P - ice' � � C1 /�1 /L L� /d ✓U Mailing Addressu 3 (13 S T► L(, W4 fj�vt dL ✓U mtj SS c g �. Property Address _---- - -• - ------ (Verification required from Planning Department for new construction) City /State _ Parcel Identification Number LF AY, DESCRIPTION property Location N v,, ' /<, Sec. 31 T Z g N.R E? W, Town of „� I Lot # . . Subdivision �_ ----- Cer fied Survey Map # . volume. _!v Page #. Warranty Deed # 7 / , Volume ° Page # Spec house ❑ yes (no Lot lines identifiable yes ❑ no i�YSTFM M— ARiTENA= Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Depar=ent a certification form, signed by the owner and by a ntasterplumber, journeymanplumber, restdotedpiumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 15 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning office within 30 da f the three year Miration, date. 4 / 4 /c SI TURD F AP ICANT DATE QWNER CERTIFICATION I (we) certify that all statements on this fo t are best of my (our) knowledge. I (we) am (are) the owner(s) of the pc described v , by virtue of a cod recorded in Register of Deeds Office. ac 9 / 9 / p3 SIGNATURE OF AP LICANT DATE Any infortnation that is mis- represented may result in the sanitary ptradt being revoked by the Zoning Department ** Include with this applicatlow a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed - 7 4 2 3211 1 STATE BAR OF WISCONSIN FORM 2 - 2000 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS Document Number ST CROIR CO .. WT This Deed, made between William F. Liddle Grantor, and Allan R. RECEIVED FOR RECORD Markert, a single person and Beverly A. Barts, a single person, as joint 10/03/2003 08:00AN tenants Grantee. WARRANTY DEED Grantor, for a valuable consideration, conveys and warrants to Grantee EXEMPT t the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): REC FEE: 11.00 TRANS FEE: 366.00 THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER (NE COPY FEE: 1/4 OF SE 1/4) IN SECTION THIRTY TWO (32), TOWNSHIP TWENTY CC FEE: EIGHT (28) NORTH, RANGE SEVENTEEN (17) WEST, TOWN OF PAGES: 1 PLEASANT VALLEY. Subject to C.T.H. "M" and 170t Street rights of way. St. Croix County Ordinance 637 (2003) states that "these 40 acres are not to be further subdivided for a residential building site." Recording Area Name and Return Address Joseph D. Boles Rodli, Beskar, Boles & Krueger, S.C. P. O. Box 138 River Falls, WI 54022 024 - 1041 -60 -000 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Exceptions to warranties: easements, restrictions and rights of way of record, if any. r- Dated this y day of SNr 2003 * * William F. Liddle * AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) William F. Liddle ) ss. PIERCE County. ) authenticated this V day of 1 , 2003 Personally came before me this day of , 2003 the above named William F. Liddle * ar TIT E ME ER STATE BAR OF WISCONSIN f not, to me known to be the person(s) who executed the foregoing authorized by §706.06, Wis. Stats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Joseh D. Boles - Attorney at Law River Falls, WI 54022 Notary Public, State of My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) , } ' Names of persons signing in any capacity must be typed or printed below their signature. INFO -PRO (800 )655 -2021 www.infoproforms.com STATE BAR OF WISCONSIN WARRANTY DEED FORM No. 2 - 2000 I � J 0 C2 0 ! E o 0 d _1 C c: 7 ' O S m m m T 7 a xt O rn m z z CD _ 3 ..^ ID 4 @ t W N co A CD to O N a a 3 N D C N N O '� O O C iJ p @ 0 3 li (D 'O O 0 a O _ O C7 m V y f Z D m a s 1 ' m cc�" D m a C/) o •d c 3= o (D N p )o O O O T !; ( 0 co . T V M G O Al• Z O O O < 1(V~ O A 'i, O v @ 3 y N t/1 N v y Q Maa O cQ CD N m CD N so a z Z _� N D c N w O 3 o C o a D CD ! w_ C S _ 3 N N N Z CD O" ? �_ 'i co O j? c ' Z n d Q ? Z 7 @ I O 3 N Z N N co A -a 00 oD 0 3 A z O Cl) 3 ,' g y z W CD A N 3 N -O. S N � O N C CD C 3 N O O N @ O' T 3 5' �• 3 7. N a N C 3 S n_ C Z G O N 9 C O N O CD 0@ d C N cn O O 7 @'0 $ CD 7CK @ N CD A mQwc �o -@0fp m a I a a �+ m 3 0 3 a f : w m " o @ F ;=;r: 61 ±� O �v 0 9 = 3 0 CD a v � a CD '* 0 b v 3 @ D �n o O � +a a 0 to O 3 'o 0 7 N z Z (T z 0 - `g Z Z z rn Z O N = N O N 7 - C ° 0 �• O 7 O C ° A= I a N Q FBI V ` N a --� (D °. (D J V CD a -{ (D O. (D N (D 0) w ( A (D N 3 N N D (D O N N N O (D ° (p 7 .01 fA ? N j 3 a 3 `� No ° 3 -3 a 2 0 o a -4 c N M. o CD O-4 C M A . c N n d 7 O O a 3 a$ 3 a a o m D o O D C D w m � cn Z cn Z cn z cn Z iF 4� (D (° O �+ D co O N CL 3 m (° D (Q co a = W c (D CD C C d. a C O a 3 n a 3 J ` OD <D p O a O O N N C� Z Z Z Z -' cn O O O O A A 3 n 0 C lV o =3 Z z O O O a -' Z Z m !mil O O -gyp cn N N x I3 m `° m ° y N Q N (A Cy p p w (n (� 0 CD CL 0 CD m m m m_ a a m CL N Z o =� D (o o ( 0 w w, 0 n ZI rn o . o ? • O N m c CD O N �1 = N (D W (D W (a Q (D a 3 CD z a m (6 -+ -4 co O O O O A ? C A z 7 0 0. M N W (D M m m d -' z 0 FF 3 I F! z co W a < oga < <3y a < o2a < <3y a (w 3 _.m s 0 - o m = (n 3 _. m - vi - o CD 0 0 -3 v =3 o c ° ° p D� N . N O j p O p j a N O 7 OZ d Ln Cl) (D a)W CD m 0) W WMm< m a 3 a 3 w o OOO m m o O m mw a-a O M 00 ` o m ci =r a :a a ?m a<om a (o n m m as (D � o m aaF� o m N .< N y << (A U (A y < N N y G� N y (p _fl p3 8. =a03 m a 3 w v a>_ 3 3 aa' w a� 'D CD 0 3 0 3 o a) p CD m K 0 0 CD m Ao ti 0 0 0 0 o 0 CD a O O! O O i CN Parcel #: 024 - 1041 -60 -000 09/04/2007 07:46 AM PAGE 1 OF 1 Alt. Parcel #: 32.28.17.269 024 - TOWN OF PLEASANT VALLEY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - BARTS, BEVERLY A BEVERLY A BARTS C - MARKERT, ALLAN R ALLAN R MARKERT 32 170TH ST RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description " 32 170TH ST SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 40.000 Plat: N/A -NOT AVAILABLE SEC 32 T28N R17W NE SE TOWN- SHIP Block/Condo Bldg: PLEASANT VALLEY. Tract(s): (Sec- Twn -Rng 401/4 1601/4) 32- 28N -17W Notes: Parcel History: Date Doc # Vol /Page Type 11/25/2003 747505 2462/437 EZ -U 10/03/2003 742301 2426/629 WD 11/16/2000 633866 1560/209 WD 05/27/1999 603902 1429/484 WD more... 2007 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06/22/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.000 62,700 322,200 384,900 NO AGRICULTURAL G4 36.000 1,900 0 1,900 NO UNDEVELOPED G5 1.000 300 0 300 NO Totals for 2007: General Property 40.000 64,900 322,200 387,100 Woodland 0.000 0 0 Totals for 2006: General Property 40.000 56,100 233,300 289,400 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 � • : � � }° \\ k ® 0 � ce \2 � . kt ®- . k }E $ kCL CD /\0 22 §/ U. C S-0 c 4) k « a§ E f ' $� � a E 8 _ / \ a m § E z « c } 95 , 7 k k k / / 2 7 f ) Cl) ) $ ) k k k } � � ~ _ " 2 ) 2 D ~ 6 § e 0 t CL CL k 2 CD/ E 0 IL k k \ �5 k / '« a a a # . .� � IL « B o n (m f f ƒ \2 \ \ % \\ � ° S EE& /.\ J2{ 2�\ # ƒf 2 i- ,� �� . . \ S Qk § k 8 ~ CO 2 § k :� E k k k 2 k� \/ k k ■/ k k 5/{ i - \ d / \ f 0 ) / i 2 ) M k % � «k ,_. �� E ' k a § � � & 2 I Jessie Nye Subject: Myers, Markert, 430436 (Plow) Location: Pleasant Valley l Start: Tue 10/28/2003 8:30 AM End: Tue 10/28/2003 9:30 AM Recurrence: (none) 024 - 1041 -60 -000 alvi-� 32.28.17.269 o '00dY t�4mrn o net- A'Ot i yvyvl 4 1C Gy L ✓ S S • p l " IC 7% G, 06 � L7 ACV C6 17. I ;.r/c-f (/v /o - i ?— v3 Mw C� i